Научная статья на тему 'EXPLOITATION OF EXPANDED CLAY IN CONSTRUCTION'

EXPLOITATION OF EXPANDED CLAY IN CONSTRUCTION Текст научной статьи по специальности «Строительство и архитектура»

CC BY
42
8
i Надоели баннеры? Вы всегда можете отключить рекламу.
Ключевые слова
expanded clay sand / expanded clay / dry / plastic / powder-plastic / wet (slip) / fractional roller grinder / yield factor

Аннотация научной статьи по строительству и архитектуре, автор научной работы — Bakhromjon Adhamovich Otakulov, Khumoyun Sharifjon O‘Gli Sultonov

Here is a brief overview of expanded clay concrete, which is now widely used in the construction materials industry, and its application in construction.

i Надоели баннеры? Вы всегда можете отключить рекламу.
iНе можете найти то, что вам нужно? Попробуйте сервис подбора литературы.
i Надоели баннеры? Вы всегда можете отключить рекламу.

Текст научной работы на тему «EXPLOITATION OF EXPANDED CLAY IN CONSTRUCTION»

EXPLOITATION OF EXPANDED CLAY IN CONSTRUCTION

Bakhromjon Adhamovich Otakulov Khumoyun Sharifjon o'gli Sultonov

Phd. Docent of Fergana Polytechnic Assistant of Fergana Polytechnic Institute Institute

ABSTRACT

Here is a brief overview of expanded clay concrete, which is now widely used in the construction materials industry, and its application in construction.

Key words: expanded clay sand, expanded clay, dry, plastic, powder-plastic, wet (slip), fractional roller grinder, yield factor

Claydite sand is obtained from the firing of clayey rocks with different grain content. Heat treatment of the fine-grained fraction is carried out in the boiling layer to accelerate the firing. Depending on the type of raw material, a semi-dry or plastic method is used.

In the semi-dry method, the raw materials are dried on a chain-link drying drum and ground in a hammer grinder, and then passed through a 5 mm mesh sieve.Plastic granules are made like expanded clay gravel. The obtained granules are dried to 10-12% humidity, crushed and passed through a 5 mm sieve. Not only claydite gravel but also fine-grained expanded clay sand is required for the production of expanded clay concrete products. Production of expanded clay sand in a rotary kiln does not give good results. In the production of expanded clay gravel, during the heat treatment, a sandy fraction is formed during the decomposition of the fragments, but these grains are relatively heavy and the fine particles of the clay raw material do not multiply in practice, i.e. The separation begins early. In addition, in the high temperature zone, small grains heat up faster than large grains, which increases the likelihood that they will melt and stick to the gravel grains. Claydite concrete is mainly used for wall materials.

The most effective for wall panels is lightweight expanded clay gravel with a density of M300, M400, M500. The density of structural-heat-resistant expanded clay concrete used for single-layer wall panels is 900-1100 kg / m3, the compressive strength limit is 5-7.5 MPa. In the structure, concrete simultaneously performs the functions of load-bearing and heat protection. Load-bearing capacity of two- or three-layer wall panels is provided by single and sometimes double-layer expanded clay concrete, provided by a large porous heat-resistant expanded clay concrete layer with a thermal insulation density of 500-600 kg / m3. Studies show that the transition from single-layer panel construction to two or three-layer and wall panels increases the quality and durability of panels based on structural and heat-resistant expanded clay concrete, which performs

the functions of load-bearing and heat protection, reduces material consumption. Large porous expanded clay concrete that protects against heat is a very lightweight concrete. At the lowest consumption of cement, its density is less than the density of expanded clay gravel piles. interlocking panels are widely used in construction, which in turn simplifies the construction.

REFERENCES

1. Бахромов, М. М., Отакулов, Б. А., & Рахимов, Э. Х. У. (2019). Определение сил негативного трения при оттаивании околосвайного грунта. European science, (1 (43)).

2. Абдукаримов, Б. А., Отакулов, Б. А., Рахмоналиев, С. М. У., & Муродалиева, Н. А. К. (2019). Способы снижения аэродинамического сопротивления калориферов в системе воздушного отопления ткацких производств и вопросы расчета их тепловых характеристик. Достижения науки и образования, (2 (43)).

3. Юсупов, А. Р., Милладжонова, З. Р., Отакулов, Б. А., & Рахимов, Э. Х. У. (2019). К расчёту неравнопрочных термогрунтовых тел на сдвигающие нагрузки. Достижения науки и образования, (2 (43)).

4. Мирзажонов, М. А., & Отакулов, Б. А. (2018). ВЛИЯНИЕ НА ПРОЧНОСТЬ КОНТАКТНОЙ ЗОНЫ РАБОЧЕГО СТЫКА ВРЕМЕНИ ВЫДЕРЖКИ НОВОГО БЕТОНА. In XLIII INTERNATIONAL SCIENTIFIC AND PRACTICAL CONFERENCE" INTERNATIONAL SCIENTIFIC REVIEW OF THE PROBLEMS AND PROSPECTS OF MODERN SCIENCE AND EDUCATION" (pp. 22-24).

5. Мирзажонов, М. А., & Отакулов, Б. А. (2018). Восстановление разрушенных частей бетонных и железобетонных конструкций. Достижения науки и образования, (13 (35)).

6. Xalimjon o'gli, S. J. (2021). INFLUENCE ON DURABILITY OF CONTACT ZONE OF WORKING JOINT TIME OF THE ENDURANCE OF A NEW CONCRETE. EPRA International Journal of Environmental Economics, Commerce and Educational Management, 8(5), 1-2.

7. Otakulov, B. A., Karimova, M. I. Q., & Abdullayev, I. A. (2021). Use of mineral wool and its products in the construction of buildings and structures. Scientific progress, 2(6), 1880-1882.

8. Otakulov, B. A., Abdullayev, I. A., & Sultonov, K. S. O. (2021). RAW MATERIAL BASE OF CONSTRUCTION MATERIALS AND USE OF INDUSTRIAL WASTE. Scientific progress, 2(6), 1609-1612.

9. Tulaganov, A., Hodjaev, S., Sultanov, A., Tulaganov, B., Otakulov, B., Hodjaev, N., & Abdasov, D. (2021). FESTIGKEITSBESCHREIBUNG DES SCHWERBETONS AUF ALKALISCHLACKEN-BINDEMITTEL. The Scientific-Practice Journal of Architecture, Construction and Design, 1(1), 5.

10. Abobakirovich, A. B., Adhamovich, O. B., Ugli, M. B. I., & Qizi, M. N. A. (2019). Increasing the efficiency of solar air heaters in free convection conditions. Достижения науки и образования, (2 (43)).

11. Abdukarimov, B. А., Otakulov, B. А., Mahsitaliyev, B. I., & Murodaliyeva, N. А. (2019). INCREASING THE EFFICIENCY OF SOLAR AIR HEATERS IN FREE CONVECTION CONDITIONS. Достижения науки и образования, (2), 26-27.

12. Otakulov, B. A., Abdullayev, I. A., & Toshpulatov, J. O. O. (2021). IMPORTANCE OF HEAT-RESISTANT CONCRETE IN CONSTRUCTION. Scientific progress, 2(6), 1613-1616.

13. Otakulov, B. A., Isoyev, Y. A., & Salimjonov, J. H. O. G. L. (2021). ABOUT MONOLITHIC REINFORCED CONCRETE STRUCTURES IN CONSTRUCTION. Scientific progress, 2(7), 722-724.

14. Otakulov, B. A., Isoyev, Y. A., & Salimjonov, J. H. O. G. L. (2021). THE SCIENCE OF BUILDING MATERIALS TAKES PLACE IN ARCHITECTURE. Scientific progress, 2(7), 725-727.

15. Otakulov, B. A., Isoyev, Y. A., & Salimjonov, J. H. O. G. L. (2021). WAYS TO SAVE CERAMICS AND FIRE BUILDING MATERIALS. Scientific progress, 2(7), 718-721.

16. Otakulov, B. A., Isoyev, Y. A., & Sailimjonov, J. X. O. G. L. (2021). IMPROVING THE EARTHQUAKE RESISTANCE AND HEAT RESISTANCE OF BUILDINGS BUILT OF MODERN ENERGY-SAVING MATERIALS. Scientific progress, 2(7), 117-120.

17. Otakulov, B. A., Karimova, M. I. Q., & Abdullayev, I. A. (2021). Improving the durability of asphalt-concrete. Scientific progress, 2(7), 121-124.

18. Solijon o'g'li, S. H. (2021). ANALYSIS OF COMPOSITIVE ARMATURES. EPRA International Journal of Multidisciplinary Research, 7(5), 494-496.

19. Adhamovich, O. B., & Saydi-axmadovich, Y. B. J. EFFECT OF POLYMERY MONOMORES ON THE STRENGTH OF OLD AND CONCRETE CONCRETES.

20. Otakulov, B. A., Sobirova, D. T., & Yokubova, M. T. Q. (2021). RAW MATERIALS AND OPTIMAL COMPOSITIONS FOR NEW GENERATION CELLULAR CONCRETE. Scientific progress, 2(8), 473-478.

21. Otakulov, B. A., Kodirov, B. X., & Solijonov, H. S. O. G. L. (2021). SELECTING THE OPTIMAL BITUMEN CONTENT. Scientific progress, 2(8), 415-420.

22. Otakulov, B. A., Kodirov, B. X., & Solijonov, H. S. O. G. L. (2021). ASPHALT CONCRETE PREPARATION TECHNOLOGY. Scientific progress, 2(8), 421-425.

23. Otakulov, B. A., Kodirov, B. X., & Solijonov, H. S. O. G. L. (2021). CALCULATING THE COMPOSITION OF THE MINERAL PART. Scientific progress, 2(8), 403-408.

24. Otakulov, B. A., Sobirova, D. T., & Yokubova, M. T. Q. (2021). FACTORS THAT REDUCE THE HEAT-SHIELDING PROPERTIES OF ENCLOSING STRUCTURES. Scientific progress, 2(8), 479-485.

25. Otakulov, B. A., Kodirov, B. X., & Solijonov, H. S. O. G. L. (2021). ASSESSMENT OF THE QUALITY OF SOURCE MATERIALS FOR ASPHALT CONCRETE. Scientific progress, 2(8), 396-402.

26. Otakulov, B. A., Kodirov, B. X., & Solijonov, H. S. O. G. L. (2021). DETERMINATION OF ASPHALT CONCRETE COMPOSITION. Scientific progress, 2(8), 409-414.

27. Otakulov, B. A., & Madaminova, R. G. Q. (2021). WORKING JOINTS OF MONOLITHIC AND PREFABRICATED STRUCTURES AND METHODS OF OVERCOMING THEIR NEGATIVE CONSEQUENCES. Scientific progress, 2(8), 731-734.

28. Adhamovich, O. B., Nabijonovich, A. N. M., & Madaminova, R. G. Q. (2021). THE ROLE OF MONOLITHIC REINFORCED CONCRETE CONSTRUCTION IN MODERN CONSTRUCTION. Scientific progress, 2(8), 735-739.

29. Khomidjonovich, K. B. (2021). Lock Paint Materials. International Journal of Discoveries and Innovations in Applied Sciences, 1(5), 98-99.

i Надоели баннеры? Вы всегда можете отключить рекламу.